JPS6267347A - Vibro-isolating device - Google Patents

Vibro-isolating device

Info

Publication number
JPS6267347A
JPS6267347A JP20338585A JP20338585A JPS6267347A JP S6267347 A JPS6267347 A JP S6267347A JP 20338585 A JP20338585 A JP 20338585A JP 20338585 A JP20338585 A JP 20338585A JP S6267347 A JPS6267347 A JP S6267347A
Authority
JP
Japan
Prior art keywords
lead
stopper
steel
providing
flange part
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP20338585A
Other languages
Japanese (ja)
Inventor
Hisatoku Abiru
久徳 阿比留
Hideaki Harada
秀秋 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP20338585A priority Critical patent/JPS6267347A/en
Publication of JPS6267347A publication Critical patent/JPS6267347A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a stable characteristic of damping by a device simplifying its construction, by providing a lead or lead alloy made stopper, which restricts the relative displacement between both a main unit structure and a supporting structure, to be interposed between these structures. CONSTITUTION:A lead stopper 1, being formed into a protrusive type, provides holes for bolts in a flange part. Said lead stopper 1, providing the flange part 4 of a bottom shape steel or the like provided in a structure 3 constituting an iron lower while providing a steel plate 6 for preventing lead from sinking due to locally tightening force of nuts 5, is fixed so as to be put between the flange part 4 and the steel plate 6. While a pair of rigid overhangs 9 of H-steel or the like are provided in the side of a cylinder body 7 in such a manner that the lead stopper 1 is put between the overhangs in a reinforcing ring 8.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は鉄塔支持型煙突、吊り下げ型ボイラなど本体構
造が周囲から支持されている構造物等に利用できる防振
装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a vibration isolator that can be used in structures whose main body structure is supported from the surroundings, such as tower-supported chimneys and hanging boilers.

(従来の技術) 従来は、振動を低減するための減衰付加物として、ゴム
、ワイヤーバネ、オイルダンパ、粘性ダンパなどを本体
構造物と支持構造物の間に装着していた。
(Prior Art) Conventionally, rubber, wire springs, oil dampers, viscous dampers, etc. have been installed between the main structure and the support structure as damping additions to reduce vibration.

そして普通規模の構造物を対象とした場合、この種の防
振装置は、性能面で通常時は数10tonの荷重に耐え
得るが、大地震時などには比較的早く荷重を伝達しなく
なり、また数10c111という比較的大きな変形をし
て大きなエネルギーを吸収し、しかも繰り返し力を受け
ても劣化の少ない安定した特性を有することが必要であ
る。またコスト面からも機構がシンプルで装着が容易な
こと、メンテナンスをあまり必要としないことがポイン
トとなる。更に減衰付加物としてゴムを用いた場合は、
特性が不明瞭で、しかも経年変化による特性変化が問題
であった。
When targeting normal-sized structures, this type of vibration isolator can withstand loads of several tens of tons under normal conditions, but in the event of a major earthquake, the load stops transmitting relatively quickly. In addition, it is necessary to absorb a large amount of energy through a relatively large deformation of several 10c111, and to have stable characteristics with little deterioration even when subjected to repeated forces. Also, from a cost perspective, the key points are that the mechanism is simple and easy to install, and that it does not require much maintenance. Furthermore, when rubber is used as a damping additive,
The characteristics were unclear, and the problem was that the characteristics changed over time.

一方ワイヤーバネについては、エネルギー吸収効果が不
十分であり、大地震時などの振動を低減する効果が小さ
かった。またオイルダンパ、粘性ダンパは、性能的には
満足するものを製作可能であるが、復元力を負担する弾
性バネとの併用が必要であるため、機構が複雑となり、
構造物とのとり合いなどが問題になってくる。更にオイ
ルダンパの場合は、可燃性の油を使用するため、油洩れ
、火災など安全上の問題があり、メンテナンスの回数が
必要であった。また粘性ダンパは、使用される粘性体の
特性が周囲温度に大きな影響を受けるため、安定した減
衰効果が期待できなかった。
On the other hand, wire springs had insufficient energy absorption effects and were less effective in reducing vibrations during large earthquakes. In addition, although it is possible to manufacture oil dampers and viscous dampers that are satisfactory in terms of performance, they must be used in conjunction with elastic springs that bear the restoring force, making the mechanism complicated.
Competing with structures becomes a problem. Furthermore, in the case of oil dampers, since flammable oil is used, there are safety problems such as oil leakage and fire, and frequent maintenance is required. In addition, viscous dampers cannot be expected to have a stable damping effect because the characteristics of the viscous material used are greatly affected by the ambient temperature.

(発明が解決しようとする問題点) 本発明は、従来の防振装置における特性が不明瞭で、機
構が複雑であるなどの問題点、安全上の問題点等を解決
しようとするものである。
(Problems to be Solved by the Invention) The present invention seeks to solve problems in conventional vibration isolators, such as unclear characteristics and complicated mechanisms, safety issues, etc. .

(問題点を解決するための手段) このため本発明は、本体構造物と、これを支持する構造
物との間に、両者間の相対変位を拘束するように鉛又は
鉛合金製ストッパを介設してなるもので、これを問題点
解決のための手段とするものである。
(Means for Solving the Problems) For this reason, the present invention provides a stopper made of lead or lead alloy that is interposed between the main body structure and the structure that supports it so as to restrain the relative displacement between the two. The purpose of this is to provide a means for solving problems.

(作用) 鉛は特性が明瞭であり、鉄や鋼の約半分の荷重で降伏す
るため、数10トンの荷重には耐えるが、本体構造物と
支持構造物間の力の伝達が頭うちとなるのが、同じ寸法
では鉄や鋼より早く、大地震時などでは、数10cmの
変形も吸収し、しかも繰り返しによる劣化が少ないため
、安定した特性が得られる。
(Function) Lead has clear characteristics and yields at about half the load of iron or steel, so it can withstand loads of several tens of tons, but the transmission of force between the main structure and the supporting structure becomes difficult. This is because it deforms faster than iron or steel for the same dimensions, absorbs deformation of several tens of centimeters in the event of a major earthquake, and has less deterioration due to repetition, resulting in stable characteristics.

(実施例) 以下本発明の実施例を図面について説明すると、第1図
−は本発明の1実施例の鉄塔支持型煙突に鉛ストッパを
装着した例を示す。図において鉛ストッパ1は、本例で
は第3図に示すように凸型をしており、フランジ部にポ
ル1−用の穴2が設けである。この鉛ストッパ1は、鉄
塔を構成する構造物3に設けた下型鋼などのフランジ部
4と、ボルト・ナツト5の局所的締め付は力による鉛の
陥没を防ぐために設けた鋼板6とで挟むように固定され
ている。−万筒身7側には、補強リング(本体構造’$
>8に鉛ストッパlを挟み込む形で、H型鋼などの4す
な一対の張り出し9を設けである。
(Embodiment) An embodiment of the present invention will be described below with reference to the drawings. Fig. 1 shows an example in which a lead stopper is attached to a tower-supported chimney according to an embodiment of the present invention. In the figure, the lead stopper 1 in this example has a convex shape as shown in FIG. 3, and a hole 2 for a pole 1 is provided in the flange portion. This lead stopper 1 is sandwiched between a flange portion 4 such as a lower mold steel provided on a structure 3 that constitutes a steel tower, and a steel plate 6 provided to prevent the lead from collapsing due to local tightening force of bolts and nuts 5. It is fixed as follows. - There is a reinforcing ring (body structure'$
A pair of four-pronged protrusions 9 made of H-shaped steel or the like are provided with a lead stopper l sandwiched between the protrusions 9 and 8.

第2図は他の実施例の吊り下げ型ボイラに鉛ストッパを
装着した例を示す。この場合も第1図と同様鉛ストッパ
1は、ボイラ鉄骨を構成する部材10と鋼板6とで挟む
ように、ボルト・ナツト5で固定しである。一方ボイラ
本体11側も第1図と同様、バックステー12に鉛スト
ッパ1を挟み込むように剛な2本の張り出し9が設けで
ある。なお、鉛ストッパ形状ならびに固定法は、しっか
りと固定できれば、本実施例に限定されない。
FIG. 2 shows an example in which a lead stopper is attached to a hanging boiler according to another embodiment. In this case as well, as in FIG. 1, the lead stopper 1 is fixed with bolts and nuts 5 so as to be sandwiched between the member 10 constituting the boiler steel frame and the steel plate 6. On the other hand, on the boiler main body 11 side, as in FIG. 1, two rigid overhangs 9 are provided on the backstay 12 so as to sandwich the lead stopper 1 therebetween. Note that the shape and fixing method of the lead stopper are not limited to those of this embodiment as long as they can be firmly fixed.

以上のように鉛ストッパが装着された状態で、地震、風
などの外乱が加わると、本体構造物(本例では筒身、ボ
イラ本体)と支持構造物(本例では鉄塔、ボイラ鉄骨)
とは、剛性や重量が異なるため、それぞれ別の動きをし
ようとして両者間に相対変形が生じ、鉛ストッパには、
この相対変形に抵抗する剪断力が加わる。
As described above, if a disturbance such as an earthquake or wind is applied with the lead stopper installed, the main structure (in this example, the cylinder body, the boiler body) and the support structure (in this example, the steel tower, the boiler steel frame) will be damaged.
Because they have different rigidity and weight, relative deformation occurs between the two as they try to move in different ways, and the lead stopper
A shear force is applied to resist this relative deformation.

この剪断力Qと相対変形δの関係を示したものが、第4
図である。なお、図中A点は、鉛ストッパの!13 [
r 降伏位置で、鉄や鋼の約半分の大きさであり、ある
程度の剪断力には耐え得るが、比較的早い時点で両者間
の力の伝達が頭打ちになる。大地震時などは、力の伝達
が頭打ちになった状態で、変形だけが進行してAからB
点に移動し、次に構造物の振れ戻りにより、BからC・
D点に移動して、囲まれた面積に相当するエネルギーを
吸収する。このループが繰り返される毎に大きなエネル
ギーが吸収されて振動が低減される。
The relationship between this shearing force Q and relative deformation δ is shown in the fourth
It is a diagram. In addition, point A in the figure is the lead stopper! 13 [
r At the yield position, it is about half the size of iron or steel and can withstand a certain amount of shearing force, but the transmission of force between the two reaches a plateau at a relatively early point. During a major earthquake, the transmission of force has reached a plateau and only deformation progresses from A to B.
point, and then move from B to C by swinging back the structure.
Move to point D and absorb energy equivalent to the area surrounded. Each time this loop is repeated, a large amount of energy is absorbed and vibrations are reduced.

鉛はこの様な現象が繰り返されても、変形性能や疲労特
性に優れていること、また降伏後も機械的性質が絶えず
復元しようとするため、減衰効果が太き(、しかも安定
した特性を得ることができる。
Lead has excellent deformation performance and fatigue properties even when such phenomena are repeated, and its mechanical properties constantly try to restore itself even after yielding, so it has a strong damping effect (and stable properties). Obtainable.

(発明の効果) 以上詳細に説明した如(本発明は構成されており、鉛を
用いると鉄や鋼の約半分の荷重で降伏するため、15c
mX 15cmの断面積で約20ton程度の荷重に耐
え得るが、過大荷重を受けると早めに塑性領域に人、そ
れ以上の荷重を本体構造物と支持構造物の間に伝達しな
くなり、他の部分への損傷の伝播を未然に防止すること
ができる。また鉛は変形性能や疲労特性に優れているた
め、大地震時などの繰り返し力に対し、減衰効果が大き
く、しかも安定した特性を得ることができる。し2かも
比較的シンプルな形状に設計でき、構造物とのとり合せ
も容易である。
(Effects of the Invention) As explained in detail above, the present invention is constructed so that when lead is used, it yields at about half the load of iron or steel, so
It can withstand a load of approximately 20 tons with a cross-sectional area of m x 15 cm, but if it receives an excessive load, it will quickly become plastic, and further loads will not be transmitted between the main structure and the supporting structure, causing damage to other parts. It is possible to prevent the spread of damage to. In addition, lead has excellent deformation and fatigue properties, so it has a large damping effect and stable properties against repeated forces such as those caused by large earthquakes. Second, it can be designed into a relatively simple shape and can be easily assembled with structures.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の防振装置における第1実施例とし′(
鉄塔支持型煙突に装着した時の平面図、第2図は本発明
の第2実施例として吊り下げ型ボイラに装着した時の平
面図、第3図は本発明の実施例を示す鉛ストッパの斜視
図、第4図は鉛ス[・ン・イくこ加わる剪断力と相対変
形の説明図である。 図の主要部分の説明 1・−・鉛ストフバ 3−・構造物 5・−ボルト・ナツト 8−へ本体構造物 特 許 出 願 人 三菱重工業株式会社第1図 第3図    第4図 0゛
FIG. 1 shows a first embodiment of the vibration isolating device of the present invention' (
FIG. 2 is a plan view of the lead stopper installed on a tower-supported chimney, FIG. 2 is a plan view of the lead stopper installed on a suspended boiler as a second embodiment of the present invention, and FIG. The perspective view and FIG. 4 are explanatory diagrams of the shearing force applied to the lead steel and the relative deformation. Explanation of the main parts of the diagram 1 - Lead stopper 3 - Structure 5 - Bolts and nuts 8 - Main structure patent Applicant Mitsubishi Heavy Industries, Ltd. Figure 1 Figure 3 Figure 4 0゛

Claims (1)

【特許請求の範囲】[Claims] 本体構造物と、これを支持する構造物との間に、両者間
の相対変位を拘束するように鉛又は鉛合金製ストッパを
介設してなることを特徴とする防振装置。
A vibration isolator characterized in that a stopper made of lead or lead alloy is interposed between a main body structure and a structure supporting the same so as to restrain relative displacement between the two.
JP20338585A 1985-09-17 1985-09-17 Vibro-isolating device Pending JPS6267347A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20338585A JPS6267347A (en) 1985-09-17 1985-09-17 Vibro-isolating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20338585A JPS6267347A (en) 1985-09-17 1985-09-17 Vibro-isolating device

Publications (1)

Publication Number Publication Date
JPS6267347A true JPS6267347A (en) 1987-03-27

Family

ID=16473160

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20338585A Pending JPS6267347A (en) 1985-09-17 1985-09-17 Vibro-isolating device

Country Status (1)

Country Link
JP (1) JPS6267347A (en)

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